Structural · S-7B5JJ

Screenwall Girt to HSS Post and W21 Column Connection

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An HSS16x8x3/8 post bears on a W21 steel column per plan, secured with a half-inch thick cap plate welded with three-quarter-inch fillet welds on all sides. Stiffener plates are provided at the column connection as detailed on sheet 3/S-605. An HSS16x12 screenwall girt passes across the post, featuring three-eighths-inch cap plates, five-eighths-inch plates each side of the girt, and five-sixteenths-inch fillet welds. All exposed steel is hot-dipped galvanized, and three-eighths-inch diameter weep holes are located two inches from each end of the screenwall girt.

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